Megacity Dhaka Location: Lower reaches of the Ganges - - PDF document

megacity dhaka
SMART_READER_LITE
LIVE PREVIEW

Megacity Dhaka Location: Lower reaches of the Ganges - - PDF document

08/12/2016 Bangladesh Climate Change Resilience Fund (BCCRF) And The Development Economics Research Group Present Urban Flooding of Greater Dhaka in a Changing Climate Building Local Resilience to Disaster Risk Susmita Dasgupta,


slide-1
SLIDE 1

08/12/2016 1

Bangladesh Climate Change Resilience Fund (BCCRF) And The Development Economics Research Group Present

■ ■ ■

Urban Flooding of Greater Dhaka in a Changing Climate

Building Local Resilience to Disaster Risk

Susmita Dasgupta, Asif Zaman, Subhendu Roy, Mainul Huq, Sawar Jahan and Ainun Nishat

■ ■ ■

Presenter:

  • Dr. Susmita Dasgupta

Lead Environmental Economist, DECEE 2016

  • Location: Lower reaches of the Ganges

Brahmaputra Delta

  • Greater Dhaka Area: 1,548 sq. km
  • Elevation: 0 – 10m MSL
  • Average Rainfall: 2,000 mm per year
  • Monsoon: June - September
  • Population: 14 million (BBS 2012)
  • Population Density: 34,000 per sq. km
  • Dhaka will become the world’s fifth

largest city by 2025 (UN 2010)

Megacity Dhaka

■ ■ ■

slide-2
SLIDE 2

08/12/2016 2

Urban Flooding : A Recurring Problem in Dhaka

■ ■ ■

  • Flooding batters the city, affecting communications,

livelihoods and service facilities every monsoon.

  • The fringe areas, slums and shanties suffer more.
  • Recent Devastating Floods: 1974, 1987, 1988, 1998, 2004,

2007, 2009.

  • Natural Factors: Flat topography and low relief
  • f the area
  • Developmental

Factors: unplanned and unregulated urbanization, low capacity drainage and sewerage infrastructure that have not kept pace with the growth of the city or demand for services, siltation in available channels,

  • bstructions,

mainly through uncontrolled construction in the natural flow of the storm water, reclamation of and construction in natural drainage areas (marshlands), etc.

  • Climate Change Aspects: More erratic rainfall

and increase in the frequency and intensity of extreme rainfall events.

Dhaka Urban Flooding: Three Potential Threats

■ ■ ■

slide-3
SLIDE 3

08/12/2016 3

  • Gradual filling up of flood plains, rivers, canals

and other water bodies with rapid urbanization will aggravate the water logging over time.

  • More erratic rainfall and increase in the

frequency and intensity of extreme rainfall events with climate change may further worsen Dhaka’s flood vulnerability in the future.

  • This study will provide local decision-makers an

effective planning approach to minimize the damage from urban flooding.

Research Motivation

■ ■ ■

Presentation Topics

■ ■ ■

  • Geographic coverage
  • Study components and collaborators
  • Future scenarios
  • Hydrological Modeling
  • Illustrative Example: Central Dhaka
  • Flood vulnerability at ward level
  • Current climate adaptation deficit
  • Climate change effects
  • Cost-Benefit comparison
  • Message to policy makers
  • Complementary flood mitigation measures
  • Potential use of the study
slide-4
SLIDE 4

08/12/2016 4

  • Old Dhaka
  • Central Dhaka
  • Kallyanpur
  • Goranchatbari
  • Eastern Dhaka
  • DND (Dhaka-Narayanganj-Demra)
  • Narayanganj

Detailed Study Area

■ ■ ■

  • Assessment of Disaster Resilience: Local preparedness for urban

flooding emergencies of constituent wards was analyzed.

  • Hydrological modeling: Location-specific depth and duration of flooding

from an intense rainfall event was estimated.

  • Flood vulnerability: The 10 most vulnerable wards of Greater Dhaka Area

taking into account their exposure to flood as well as socioeconomic vulnerability and disaster resilience were identified.

  • Design of adaptation: Recommended adaptation measures for each study

area were developed and itemized adaptation costs were estimated.

  • Estimation of expected damage: Expected economic damage from an

intense rainfall event in 2050 and cumulative damage from similar rainfall between 2014 and 2050 with and without adaptation were estimated.

  • Complimentary flood mitigation measures were recommended.

Study Components

■ ■ ■

slide-5
SLIDE 5

08/12/2016 5

  • Assessment of Disaster Resilience: BUET.
  • Hydrological modeling: IWM.
  • Flood vulnerability: international consultants and

BUET.

  • Design of adaptation: DPG and IWM in consultation

with local experts.

  • Estimation of expected damage: international

consultants in consultation with DPG and IWM.

  • Estimation of Adaptation Cost : DPG and IWM in

consultation with local experts.

  • Complementary Flood Mitigation Measures: DPG

in consultation with local experts.

Study Components & Collaborators

■ ■ ■

  • Baseline Rainfall (without climate change

scenario): Historic September 2004 rainfall event (341 mm rainfall in 24 hours)

  • Climate Change Rainfall Scenario: A 16 percent

increase in 24-hour rainfall in Dhaka in 2050 as compared to the baseline.

  • All

planned and proposed drainage improvements discussed in the RAJUK’s DAP, Sewerage Master Plan

  • f

DWASA, Narayanganj City Corporation’s Concept Vision Plan, recommendations of JPZ et al., IWFM, IWM will be implemented.

Future Scenarios

■ ■ ■

slide-6
SLIDE 6

08/12/2016 6

Dhaka is surrounded by 6 rivers and canals

1.

Basin-Level Modeling: Model developed by IWM for the GBM basin was used to estimate future flow changes of Brahmaputra (Jamuna) River due to climate change.

2.

Region-Level Modeling: NCRHD was used to simulate monsoon seasonal flows and water levels of the river network in the extended study area.

3.

Detailed Urban Area Modeling: MIKE11 and MIKE Urban were used for detailed level of hydrological and hydrodynamic modeling of the urban drainage system and relevant catchments.

Hydrological Modeling: Three Steps

■ ■ ■

Hydrological Modeling: Conceptual Framework

■ ■ ■

slide-7
SLIDE 7

08/12/2016 7

Hydrological Modeling: Detailed Area Modeling

■ ■ ■

Detailed Area Modeling: Data

■ ■ ■

Data Source Topography (DEM) IWM, Survey of Bangladesh Meteorological information BMD and BWDB Drainage infrastructure Dhaka-WASA Land cover BUET and RAJUK River stage BWDB River flow BWDB River sections, slopes and alignments IWM Population density BBS

slide-8
SLIDE 8

08/12/2016 8

Central Dhaka - Land Elevation

■ ■ ■

Central Dhaka - Land Use

■ ■ ■

slide-9
SLIDE 9

08/12/2016 9

Central Dhaka - Drainage

■ ■ ■

Central Dhaka – Flood Map without Climate Change

■ ■ ■

slide-10
SLIDE 10

08/12/2016 10

  • 1. At Gulshan, Banani and Hatir Jheel Lakes – Reduce

initial water levels from 5 m PWD to 4 m PWD

  • 2. At outfall of Panthapath Box-Culvert- Install a new

pump station with 12.5 m /s capacity and 80 % efficiency.

  • 3. Near Bashabo Water Pump station of DWASA-

Install new pump station and sluice gate; pump capacity is 15 m /s, with 80% efficieny, and gate size is 4 m x 3 m.

Central Dhaka – Adaptation Deficit

■ ■ ■

Extreme rainfall in 2050 Flood free 0.1m-0.25 m 0.25m-0.75m 0.75m-1.5m > 1.5m Average Duration above 0.1m (hours) Maximum flooded area (sq. km) 341mm/24 hour 26.4 8.8 1.9 0.3 1.8 10 Future without Adaptation deficit 36.4 0.7 0.3 0.1 1.7 1

Central Dhaka – Flood Maps with & without Adaptation Deficit

■ ■ ■

slide-11
SLIDE 11

08/12/2016 11

Central Dhaka – Additional Adaptation for Climate Change

■ ■ ■

1. Near Russel Square- Installation of a new sluice gate (3.4m x 3.4m) with automatic operation to divert excess water to Dhanmondi lake at the time

  • f peak runoff and prevent backwater flow from Panthapath Box-Culvert.

2. Near Russel Square- Reactivate the existing sluice gate (2m x 2m) and automatic operation with the new gate to divert excess water to Dhanmondi lake at the time of peak runoff.

Central Dhaka – Extent and Duration of Flood with and without Climate Change

■ ■ ■

Extreme rainfall in 2050 Flood free 0.1m- 0.25 m 0.25m- 0.75m 0.75m- 1.5m > 1.5m Average Duration above 0.1m (hours) 341 mm/ 24 hour 26.4 8.8 1.9 0.3 1.8 10 396 mm/ 24 hour 25.1 10.1 1.9 0.3 1.8 12 341 mm/24 hour without Adaptation deficit 36.4 0.7 0.3 0.1 1.7 1 396 mm/ 24 hour but without Adaptation deficit 35.7 1.1 0.5 0.2 1.8 2 396 mm/ 24 hour without Adaptation deficit and with adaptation for climate change 36.1 0.9 0.4 0.1 1.8 1

slide-12
SLIDE 12

08/12/2016 12

Central Dhaka-Adaptation Cost

■ ■ ■

  • Tk. Million

Addressing Current Climate Deficit: Pump station, Bashabo * 849.5 Pump station, Panthapath 600.00 Total 1,449.5 Addressing Climate Change Deficit: Total estimated cost, sluice gates at Russel Square 91.1 Total Combined Cost 1,540.6

* Calculation based on price of pump, related mechanical,

electrical and civil works, land acquisition and sluice gate.

  • Cumulative damage between 2014 and 2050 from an intense rainfall event based
  • n random assignment of 1 % probability of occurrence during each year:
  • If there is no climate change and no action is undertaken: Tk. 56,315 million
  • If current climate adaptation deficit is met: Tk. 11,460 million
  • If there is climate change (no change in frequency-only more intense rainfall)

and no action is undertaken: Tk. 65,754 million

  • If current climate adaptation deficit is met and climate change adaptation is

undertaken: Tk. 12,367 million

  • Cumulative damage between 2014 and 2050 from an intense rainfall event based
  • n random assignment of 5 % probability of occurrence during each year:
  • If rainfall intensity remains the same and no action is undertaken: Tk. 65,322

million

  • If current climate adaptation deficit is met: Tk. 13,119 million
  • If there is climate change and no action is undertaken: Tk. 76,205 million
  • If current climate adaptation deficit is met and climate change adaptation is

undertaken: Tk. 14,159 million

Central Dhaka – Cumulative Damage from Extreme Rainfall Events during 2014-2050

■ ■ ■

slide-13
SLIDE 13

08/12/2016 13

  • Water Levels & Expected Impact:
  • (0 - 0.1 m):

No impact

  • (0.1 m – 0.25 m): slight impact
  • (0.25 – 0.75 m)

low impact

  • (0.75 – 1.50 m)

moderate impact

  • ( > 1.50 m)

extensive impact It has been found that a depth level below 0.25 m produces little damage in most affected areas as people in Dhaka have learned to adapt to such level of flooding as a common occurrence every year.

  • Duration of Flooding & Expected Impact:
  • duration of flooding above 0.25 m level is analyzed up to 10 days in
  • rder to examine the severity of flood damage as it was found that

water starts receding rapidly from most areas in Dhaka city by that period.

Damage Assessment

■ ■ ■

Damage Assessment: Methodology

■ ■ ■

  • The damage is estimated separately for the following main sectors of the

economy: residential, commerce and industry, health, roads, railways and

  • ther surface transport.
  • In each sector, efforts have been made to estimate the damage to

physical capital and the damage to earnings to get an estimate of total damage.

  • Damage to Physical Capital = Value of Physical Capital* Percentage of

Physical capital Exposed to Flooding*Damage Factor Damage factor is estimated based on the depth and duration of flooding.

  • Damage to Earning = Daily Value of Income/Output*Average Number of

Days of Loss.

slide-14
SLIDE 14

08/12/2016 14

Residential Damage & Income Loss

■ ■ ■

Residential Damage Building Repair Cost Building Clean-up Cost Property Damage

Residential Building Repair Cost

■ ■ ■

  • Dhaka’s categorization of building structures: Jhupri, kutcha, semi-pucca and

pucca were considered.

  • Pucca structures were further divided into economically weaker section (EWS),

middle-income groups (MIG) and high-income groups (HIG).

  • Building upgrades would reduce the number of jhupris and kutcha structures and

a percentage of semi-pucca buildings will be transformed to pucca over time.

  • Jhupri, Kutcha, semi-pucca structures are one-storied buildings, average pucca

structure consists of two (EWS), three (MIG) or four (HIG) stories.

  • Flood damage will be restricted only to the first floor.
  • Building construction costs of different types of buildings were estimated from the

ACC Help Home Building Calculator.

  • Repair costs of Jhupri, kutcha, semi-pucca and pucca are 50%, 25%, 12% and

6% of the building construction cost respectively.

  • Any inundation of depth > 0.25 meter for more than a day is expected to cause a

minimum threshold proportional damage requiring repair that varies with the type

  • f the building.
  • Any building submerged for 10 days or longer at an inundation depth greater than

1.5 m would always require repair.

  • The proportion of buildings needing repair decreases linearly for fewer days of

inundation.

  • Proportion of damage differs across inundation depth ranges.
slide-15
SLIDE 15

08/12/2016 15

Clean-up Cost of Residential Building: Methodology

■ ■ ■

  • It is assumed that all inundated buildings not requiring repair will incur

clean-up costs.

  • Clean-up costs mainly involve disinfecting building premises and minor

repairs including cleaning of the floor, whitewashing walls etc.

  • Based on field surveys, Clean-up costs are assessed to be around Tk. 500

for jhupri, kutcha and semi-pucca structures, and Tk. 1000, Tk. 2,000 and

  • Tk. 4,000 respectively for EWS, MIG, and HIG buildings.
  • The building clean-up costs are then extrapolated to 2050 costs.

Damage of Residential Property: Methodology

■ ■ ■

Extensive residential property damage is caused by sudden & prolonged flooding, especially if household property cannot be moved to upper floors. Building Blocks:

  • The damage to residential property is estimated based on the total

property exposed to inundation in the first floor times a property damage factor.

  • The estimate of residential property is based on the household income in
  • Dhaka. In particular, it is assumed that the value of the property owned

depends on the savings accumulated in each income category over a 5 year period. Savings rate differs across income groups.

  • The property damage factor is based on the depth and duration of flooding.

Based on observation, it is assumed that a maximum of 33% of household property will be damaged if buildings are submerged for 10 or more days with inundation depth > 1.5 m with proportional decrease for fewer days of

  • inundation. The corresponding maximum damage for depths 0.75 m – 1.5

m and 0.25 m – 0.75 m are assumed to be 25% and 20%.

slide-16
SLIDE 16

08/12/2016 16

Location-specific Vulnerability Assessment

■ ■ ■

  • Hydrological modeling provided location-specific

estimates of the depth, duration and extent of flooding.

  • The impact of inundation of even the same depth

and duration on population and infrastructure differ significantly depending on an affected area’s disaster resilience.

  • The climate disaster resilience of Dhaka City at ward

and thana level were quantified with 125 variables (25 components along five dimensions physical, social, economic, institutional and natural).

  • Survey data was collected and experts were

consulted to quantify location-specific disaster resilience.

Top 10 Flood-Vulnerable Wards

■ ■ ■

Kallyanpur 09 DND 87 Old Dhaka 82 DND 86 Central Dhaka 25* Kallyanpur 10 Kallyanpur 58 DND 88 DND 90 Eastern Dhaka Khilgaon outside DNCC

* Flood extent, Flood duration, high Population density, high population of informal

settlers, high number of children and elderly, low literacy rate, low access to internet, lower number of public awareness programs/ disaster drills, Education and awareness, low level of community participation, low ability to reach consensus, inadequate interaction between social class,

slide-17
SLIDE 17

08/12/2016 17

  • Beyond improvements in drainage infrastructure

already planned and proposed, additional structural measures (pumps, sluice gates, storm-water pipes) will be necessary to mitigate waterlogging even without climate change.

  • From the hydrological modeling simulations, the

study recommended a list of investment options for each study area to reduce inundation depth to 4-8 inches within 12 hours.

  • The cost of mitigating Dhaka’s waterlogging

even without climate change would cost Tk. 2.7 billion. * NOTE: Tk 2.7 billion is equivalent to only 0.35% of the govt’s development budget in 2014-2015.

Current Climate Adaptation Deficit

■ ■ ■

  • Rainfall in Ganga-Brahmaputra-Meghna basin

is expected to be more erratic with climate change.

  • More intense rainfall is expected in the coming

decades.

  • Intense rainfall events are expected to be more

frequent.

  • Climate Change Rainfall is approximated by 16

percent increase in 24-hour rainfall in Dhaka in 2050 as compared to the baseline.

  • Adaptation to climate change would require an

additional investment of Tk 1.3 billion.

Climate Change Impacts

■ ■ ■

slide-18
SLIDE 18

08/12/2016 18

  • Potential cumulative damage from intense

rainfall events between 2014 and 2050 even without climate change is Tk 110 billion.

  • Potential cumulative damage from intense

rainfall events between 2014 and 2050 with climate change is Tk 139 billion.

  • With recommended Tk 2.7 billion investment

made to mitigate the historic September 2004 waterlogging in current climate:

  • Potential cumulative damage will reduce to

Tk 37 billion without climate change.

  • Potential cumulative damage will reduce to

Tk 49 billion with climate change.

  • This estimate of potential savings in damage

is conservative.

Cost-Benefit Comparison

■ ■ ■

  • Invest to address historic waterlogging in the

current climate - the city is already facing the risk even without climate change.

  • Benefits of these recommended investments to

mitigate waterlogging in current climate exist even in the absence of climate change, making such investments an attractive low-regret option.

  • Develop additional measures to mitigate climate

risks sequentially after addressing the current climate risks.

  • Climate and disaster resilience is not uniform in all

parts of megacity Dhaka. There is room to improve local disaster resilience. Facilitate area- specific action planning for strengthening the local climate disaster resilience.

Message to Policy Makers

■ ■ ■

slide-19
SLIDE 19

08/12/2016 19

  • Routine Cleaning of Drains: Sludge Removal
  • Hydraulic Jetting and Vacuum Suction

Machines for DWASA and DCC (8 sets for Tk 120 million each)

  • Remote-Controlled Excavators for DWASA (3

machines for Tk 40 million each)

  • Shaving Peak Flow
  • Green Roofs
  • Management of Impervious Surfaces
  • Use of Water Bodies as Detention Ponds
  • Last Resort: Truck-Mounted Water Pumps

Complementary Flood-mitigation Measures

■ ■ ■ Book Launch ■ ■ ■

World Bank, Dhaka

23 November 2015

Can be downloaded from:

https://openknowledge.worldbank.org/handle/10986/22768

slide-20
SLIDE 20

08/12/2016 20

Book Launch ■ ■ ■ World Bank, Dhaka - 23 November 2015 Book Launch ■ ■ ■ World Bank, Dhaka - 23 November 2015

slide-21
SLIDE 21

08/12/2016 21

  • This analytical work will assist to mitigate current

waterlogging and to further climate-proof drainage infrastructure in Greater Dhaka Area.

  • Recommended list of investment options will help

decision-makers to formulate more effective flood- control strategies, prioritize interventions, and sequence activities as resources permit.

  • Identified priority zones and priority sectors to

improve disaster resilience.

  • Facilitate

area-specific action planning for strengthening the local climate disaster resilience.

  • Major

reference resource for researchers, practitioners and students.

Potential Use of the Book

■ ■ ■

Bangladesh Development Series Report:

Climate Disaster Resilience of Greater Dhaka Area

A Micro Level Analysis ■ ■ ■

  • Climate and disaster resilience is not uniform in

all parts of megacity Dhaka.

  • Variations result from spatial differences in the

strengths and weaknesses of the economic, social, physical, institutional or natural aspects.

  • The climate disaster resilience of Dhaka City in its

seven drainage zones - at ward and thana level was quantified with the planning tool CDRI developed by the Kyoto University.

  • To compute Dhaka’s CDRI with 125 variables (25

components along five dimensions physical, social, economic, institutional and natural), survey data was collected and experts were consulted.

slide-22
SLIDE 22

08/12/2016 22

  • Overall, Dhaka city has moderate level of

disaster resilience.

  • There is room to improve disaster resilience by
  • Improving governance
  • Mainstreaming Disaster Risk Reduction and

Climate Change Adaptation

  • Management and Dissemination of knowledge
  • Effectiveness of the Crisis Management

Framework

  • Central Dhaka has the highest CDRI.
  • DND area has the lowest CDRI.

Findings

■ ■ ■

  • Identify priority zones and priority sectors to

improve disaster resilience.

  • Identify specific potentials of different localities

that other areas can learn from.

  • Identify

specific weaknesses

  • f

different localities to improve upon.

  • Facilitate area-specific action planning for

strengthening the local climate disaster resilience.

  • Facilitate

integration

  • f

Climate Change Adaptation with the Disaster Management Plans and Urban Development Plans of the Greater Dhaka Area.

Potential Use

■ ■ ■

slide-23
SLIDE 23

08/12/2016 23

  • April 2012:

Review and Approval of Concept Note

  • June 2012:

Consultative Workshop #1 (Presentation of methodology)

  • April 2013:

Consultative Workshop # 2 (Hydrological Modeling Results on Climate Change Impacts)

  • May 2013:

Focus Group Discussion #1 (Recommendation of Location-specific Adaptation Measures)

  • June 2014:

Technical Review of the Report by Local Experts

  • August 2014: Consultative Workshop # 3 (Presentation of the Study

Results)

  • August 2014: Focus Group Discussion #2 (Discussion of Flood

Mitigation Policy)

  • March 2015: Review of the Book by International and Bangladeshi

Reviewers

  • November 2015: Launch of the Book and the BDS Report

Timeline

■ ■ ■

  • BCCRF Funding
  • Mr. Mahbub Rahman, Director, Water Resources

Planning Division, IWM

  • Mr. Kazi Habibullah, Executive Engineer, D-WASA
  • Mr. Liakath Ali, Climate Change and

Environmental Advisor, DFID – Bangladesh

  • Ms. Norma Adams, Book Editor
  • Ms. Polly Adams, Graphics Editor, World Bank
  • Ms. Angie Harney, Program Assistant, World Bank

Special Acknowledgement

■ ■ ■

slide-24
SLIDE 24

08/12/2016 24

Report Launch ■ ■ ■

World Bank, Dhaka

23 November 2015

Can be downloaded from:

http://documents.worldbank.org/curated/en/2015/11/ 25477835/climate-disaster-resilience-greater-dhaka- area-micro-level-analysis